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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.7 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹9.2 L+₹48,382.97 (5.57%)Admitted-Fee/PreQual/Technical/Finance OTTAPLAVILA HOUSE PALLIMURI PORUVAZHY AMBALATHUM BHAGOM P O KOLLAM | KOLLAM | KOLLAM | KERALA | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹9.5 L+₹85,770.02 (9.87%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹9.6 L+₹86,668.77 (9.98%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹9.9 L+₹1.2 L (13.5%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | ASHOKAN. M L10 | P BHARATHAN L4 | Anil Kumar M K L8 | MANASI SURESH L9 | PRADEEP K R L5 | A S Anandan L7 | ABDUL SHUKKOR A L3 | AJITH S L6 | SYAM SANKER L11 | Badarudeen M L2 | SURESH KUMAR R L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Compound wall | ||||||||||||||
| 1.00 | 15.7.3:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In lime mortar | 13.5 | cum | 836 ₹11,286 | 764.5 ₹10,320.75 | 827 ₹11,164.5 | 828.15 ₹11,180.03 | 830 ₹11,205 | 822 ₹11,097 | 764.07 ₹10,314.95 | 818.4 ₹11,048.4 | 880 ₹11,880 | 734.14 ₹9,910.89 | 695.4 ₹9,387.9 Lowest |
| 1.00 | 15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar | 31.4 | cum | 1,137 ₹35,701.8 | 1,040.47 ₹32,670.76 | 1,125 ₹35,325 | 1,126.45 ₹35,370.53 | 1,050 ₹32,970 | 1,119 ₹35,136.6 | 1,039.28 ₹32,633.39 | 1,113.21 ₹34,954.79 | 1,100 ₹34,540 | 998.57 ₹31,355.1 | 945.89 ₹29,700.95 Lowest |
| 1.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 9.72 | cum | 341 ₹3,315.2 | 312.5 ₹3,038.13 | 337 ₹3,276.31 | 338.43 ₹3,290.22 | 310 ₹3,013.82 | 335 ₹3,256.87 | 312.24 ₹3,035.6 | 334.8 ₹3,254.93 | 350 ₹3,402.7 | 300.01 ₹2,916.7 | 284.17 ₹2,762.7 Lowest |
| 1.00 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 0.38 | cum | 7,535 ₹2,893.44 | 6,893.4 ₹2,647.07 | 7,456 ₹2,863.1 | 7,463.26 ₹2,865.89 | 7,000 ₹2,688 | 7,416 ₹2,847.74 | 6,885.75 ₹2,644.13 | 7,377.69 ₹2,833.03 | 7,500 ₹2,880 | 6,616.03 ₹2,540.56 | 6,266.98 ₹2,406.52 Lowest |
| 1.00 | OD65506/2026-2027:
60.7.1
DRY RUBBLE MASONRY - Dry Rubble Without Concrete Levelling Course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc..... completed as p[er direction of departmental officers at site | 16.9 | cum | 3,793 ₹64,116.87 | 3,470.2 ₹58,660.26 | 3,753 ₹63,440.71 | 3,757.04 ₹63,509 | 3,700 ₹62,544.8 | 3,733 ₹63,102.63 | 3,466.32 ₹58,594.67 | 3,713.49 ₹62,772.83 | 3,950 ₹66,770.8 | 3,330.55 ₹56,299.62 | 3,154.83 ₹53,329.25 Lowest |
| 1.01 | OD65507/2026-2027:Departmental stone - Drr rubble masonry without concrete levelling course with good quality departmental stone including packing to compactness to lines and levels , including all labour charges etc. complete as per the direction of Departmental officers at site. | 21.98 | cum | 1,629 ₹35,805.42 | 1,491 ₹32,772.18 | 1,612 ₹35,431.76 | 1,614.3 ₹35,482.31 | 1,500 ₹32,970 | 1,603 ₹35,233.94 | 1,489.38 ₹32,736.57 | 1,595.88 ₹35,077.44 | 1,710 ₹37,585.8 | 1,431.04 ₹31,454.26 | 1,355.54 ₹29,794.77 Lowest |
| 1.01 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 24.9 | cum | 7,925 ₹1,97,364.2 | 7,250.3 ₹1,80,561.47 | 7,842 ₹1,95,297.17 | 7,849.55 ₹1,95,485.19 | 7,800 ₹1,94,251.2 | 7,800 ₹1,94,251.2 | 7,242.15 ₹1,80,358.5 | 7,758.99 ₹1,93,229.89 | 8,100 ₹2,01,722.4 | 6,958.47 ₹1,73,293.74 | 6,591.35 ₹1,64,150.98 Lowest |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 5.76 | sqm | 366 ₹2,108.16 | 335.3 ₹1,931.33 | 362 ₹2,085.12 | 363.3 ₹2,092.61 | 340 ₹1,958.4 | 360 ₹2,073.6 | 335.19 ₹1,930.69 | 358.98 ₹2,067.72 | 380 ₹2,188.8 | 322.06 ₹1,855.07 | 305.06 ₹1,757.15 Lowest |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 15.84 | sqm | 957 ₹15,158.88 | 876.3 ₹13,880.59 | 947 ₹15,000.48 | 948.84 ₹15,029.63 | 950 ₹15,048 | 942 ₹14,921.28 | 875.42 ₹13,866.65 | 938.37 ₹14,863.78 | 950 ₹15,048 | 841.13 ₹13,323.5 | 796.75 ₹12,620.52 Lowest |
Tender Value
₹11.0 L
EMD Value
₹27,490
Closing Date
22 Sept 2026, 5:00 pmClosed
AE
Nooranad Grama panchayath
NOORANAD GP.82/2026-27.PHC COMPOUND WALL CONSTRUCTION
2026_LSGD_867305_14
01/AE/LIDEW/NGP/26/27
Open Tender
Civil Works - Others
Item Rate
Nooranad
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹27,490
Yes
25 Sept 2026
10 Sept 2026
24 Sept 2026
10 Sept 2026
22 Sept 2026
10 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Compound wall | |||||
| 1.001 | 15.7.3:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In lime mortar | 13.5 | cum | - | - |
| 1.002 | 15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar | 31.4 | cum | - | - |
| 1.003 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 9.72 | cum | - | - |
| 1.004 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 0.38 | cum | - | - |
| 1.005 | OD65506/2026-2027:
60.7.1
DRY RUBBLE MASONRY - Dry Rubble Without Concrete Levelling Course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc..... completed as p[er direction of departmental officers at site | 16.9 | cum | - | - |
| 1.006 | OD65507/2026-2027:Departmental stone - Drr rubble masonry without concrete levelling course with good quality departmental stone including packing to compactness to lines and levels , including all labour charges etc. complete as per the direction of Departmental officers at site. | 21.98 | cum | - | - |
| 1.007 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 24.9 | cum | - | - |
| 1.008 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 5.76 | sqm | - | - |
| 1.009 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 15.84 | sqm | - | - |
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